Oregon Water Resources Department
Well Log Information System
Well Log:
CLAT 211
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Well Information
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Identification
Type of Report:
Water Well
Type of Work:
NEW
Well Report:
CLAT
211
View Log
Well Label:
Start Card:
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use:
DOMESTIC
Complete Date:
08/04/1979
Land Owner
Name:
Company:
NEACOXI MOBILE HOME PARK
Address:
RT 1 BOX 850
WARRENTON, OR 97146
Location
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Latitude/Longitude
Latitude:
Longitude:
Horiz. Error:
ft.
Location
County:
CLAT
TRSQQ:
WM7.00N10.00W9SWSE
Tax Map:
Tax Lot:
Lot:
Block:
Subdivision:
Street of Well:
WM District:
1
Surface Elev:
Well Report Mapping Tool
Tax Lots
Note: Tax lot overlay available only for a few counties.
Well Construction
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Construction
Start Date:
08/04/1979
Completed Date:
08/04/1979
Drill Method:
Rotary Air
Depth of Completed Well:
80.00
Est. Depth Drilled:
85.00
Special Standards:
Seal Placed Method:
OTHER - TREMIED TO GROUND LEVEL
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement:
50.00 ft to 80.00 ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:
Filter Pack
Filter Pack:
Filter Pack Material:
Filter Pack Size:
Bore Hole
Row
Diameter (in)
From (ft)
To (ft)
1
10.00
0.00
50.00
2
10.00
50.00
80.00
Seal
Row
Material
From (ft)
To (ft)
Amount
Amount Calc.
1
Cement
0.00
50.00
10.00
Abandonment Log
No data matches search criteria.
Casing/Liner
Row
Casing/Liner
Diameter (in)
Above Land Surface
From Depth
To (ft)
Gauge
Material
Weld
Glue
Thread
Shoe
Inside
Shoe
Outside
Shoe
Other
Shoe
Location
1
Casing
6.63
●
1.00
60.00
0.250 - Gauge
Steel
●
2
Casing
5.56
60.00
65.00
0.188 - Gauge
Steel
●
3
Casing
5.56
75.00
80.00
0.188 - Gauge
Steel
●
Temporary Casing
No data matches search criteria.
Perforations
No data matches search criteria.
Screens
Row
Type
Material
Casing/Liner
Diameter (in)
Gauge
From (ft)
To (ft)
Screen Size
Slot Size
Nbr of Slots
Telescope/
Pipe size
1
IRRIGATOR
STEEL
Casing
5.56
65.00
75.00
.20
Well Test
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Well Test
Temperature:
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
Water Quality Concerns:
Well Test
Test Type
Yield (gpm)
Drawdown
Drill Stem/
Pump Depth
Duration (hr)
Calculated Specific Capacity (gpm/ft)
Unknown
100.0
60.0
3.0
1.67
Unknown
75.0
50.0
3.0
1.50
Unknown
60.0
40.0
3.0
1.50
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
65.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level:
2.00
Post-Static Water Level Date:
08/04/1979
Static Water Level
No data matches search criteria.
Lithology
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Material
Row
From
To
Material
Static Water Level
1
0.00
3.00
FINE GRAY SAND
2
3.00
38.00
MUDDY GRAY-BROWN SAND W/ WOOD & CLAY STREAKS
3
38.00
53.00
FINE BROWN SAND W/ OCC. BROWN CLAY SEAMS
4
53.00
65.00
SOFT DARK GRAY SANDY CLAY
5
65.00
82.00
FINE TO MED. GRAY SAND W/ WOOD & SHELLS
6
82.00
85.00
FIRM GRAY SANDY SHALE
Well Constructor
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Bonded Driller Name:
EDWARD JANNSEN
Bonded Driller Company:
A M JANNSEN WELL DRILLING CO.
Bonded Driller Number:
79
Bonded Date Signed:
08/06/1979
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
Well completed to 80'.
Documents
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Title
Document Type
Source
Download Image
CLAT 211
WELL REPORT
DRILLER
Image